The Allowable Bearing Capacity of piles is generally evaluated of a deterministic approach based on "Safety Factors" applied to ultimate Base and Shaft bearing capacity. Semiprobabilistic approaches are used in several Codes and in Eurocode 7. At the moment the probabilistic approach is used only in the area of Research. Examples of the Reliability Index evaluation with respect to the bearing capacity of piles are presented in this paper. The influence of pile length upon reliability is highlighted
The evaluation of safety in geotechnics according to probabilistic approaches. The bearing capacity of piles / Cherubini, C.; Cucchiararo, L.; Giasi, C. I.; Ariani, G. V.; Falconetti, F.. - STAMPA. - 49:(1997), pp. 265-269. (Intervento presentato al convegno Mouchel Centenary Conference on Innovation in Civil and Structural Engineering tenutosi a Cambridge, UK nel August 19-21, 1997) [10.4203/ccp.49.11.5].
The evaluation of safety in geotechnics according to probabilistic approaches. The bearing capacity of piles
C. Cherubini;C. I. Giasi;
1997-01-01
Abstract
The Allowable Bearing Capacity of piles is generally evaluated of a deterministic approach based on "Safety Factors" applied to ultimate Base and Shaft bearing capacity. Semiprobabilistic approaches are used in several Codes and in Eurocode 7. At the moment the probabilistic approach is used only in the area of Research. Examples of the Reliability Index evaluation with respect to the bearing capacity of piles are presented in this paper. The influence of pile length upon reliability is highlightedI documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
